50'_ROW_Sidewalk.pdf
PDF 490 KB Posted
- Solicitation number
- 2621ITB
- Issued by
- Volusia County, Florida
About this file
This is a technical construction specification document prepared by the Technical Services Division of the City of Daytona Beach, Florida, detailing sidewalk construction standards for a 50-foot right-of-way. The document provides detailed cross-sectional diagrams and specifications for sidewalk installations, including concrete sidewalk construction, brick paver installations, and landscape restoration. The specifications outline concrete requirements (3,400 PSI at 28 days with light broom finish), sub-base stabilization standards (75 P.S.I. FBV compacted to 98% minimum density per AASHTO T-180), slope requirements (minimum 1% and maximum 2%), and dimensional standards for curbs, reveals, and bedding materials. The document includes gradation requirements for both bedding sand (ASTM C33) and joint sand (ASTM C144) with specified sieve size percentages, and mandates that brick pavers not use mason sand for bedding. Additional specifications address paver driveway construction with 12-inch compacted sub-base, sod installation with proper root system depth, and drainage considerations requiring stormwater flow across sidewalks remain unobstructed. The drawing references project-specific details and was prepared by P. Trimarchi and checked by J. Nelson, with a revision date of July 2025.
This technical specification document establishes the construction standards and material requirements that bidders for the City of Daytona Beach's Mosaic Sidewalk Modifications project (Phases 1A, 1B, and 1B1) must follow. The specifications ensure compliance with City of Daytona Beach and Florida Department of Transportation standards, directly supporting the contract requirements for installation of 9,208 square yards of concrete sidewalk and 45,000 square feet of architectural pavers. Contractors responding to the associated solicitation must adhere to these technical standards, which define acceptable material grades, compaction densities, slope tolerances, and surface finishes. The document does not contain pricing information, funding sources, or bidding terms, which are addressed separately in the invitation to bid and supporting contract documents issued by the City.
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TECHNICAL SERVICES DIVISION
DAYTONA BEACH
world famous
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SIDEWALK CROSS SLOPE (TYP)
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CURB
AutoCAD SHX Text ELEV: +4.20" max. ELEV: +3.60" min.
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NTS
AutoCAD SHX Text 6"
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ELEV: 0.0"
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PARKAGE
AutoCAD SHX Text 6" STABILIZE SUB-BASE 75 P.S.I. FBV (LBR 40) COMPACTED TO 98% MINIMUM DENSITY (AASHTO T-180)
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ELEV: +3.0"
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VARIES
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ROW
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AutoCAD SHX Text NOTE: THIS SECTION APPLIES TO ENTIRE WIDTH OF LOT ADJACENT TO RIGHT OF WAY, IT DOES NOT CHANGE AT DRIVEWAY APPROACHES OR DRAINAGE INLETS. 1. 1" max. REVEAL ABOVE SOD. 1" max. REVEAL ABOVE SOD. 2. ABSOLUTE MINIMUM & MAXIMUM SLOPE. ABSOLUTE MINIMUM & MAXIMUM SLOPE. 3. FOR BRICK PAVERS, DO NOT USE MASON SAND OR SAND CONFORMING TO FOR BRICK PAVERS, DO NOT USE MASON SAND OR SAND CONFORMING TO ASTM C144 FOR BEDDING SAND.
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AREA TO RECEIVE SOD TO BE RECESSED TO DEPTH OF SOD ROOT SYSTEM.
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SIDEWALK CROSS SLOPE (TYP)
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CURB
AutoCAD SHX Text 2% SLOPE (max.) 1% SLOPE (min.)
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NTS
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ELEV: 0.0"
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6" CONCRETE (3400 PSI @ 28 DAYS) W/ LIGHT BROOM FINISH.
AutoCAD SHX Text STABILIZE SUB-BASE 75 P.S.I. FBV (LBR 40) COMPACTED TO 98% MINIMUM DENSITY (AASHTO T-180)
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ELEV: +3.0"
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VARIES
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ROW
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2- " BRICK PAVERS38" BRICK PAVERS
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SOD
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PAVER APRON
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1" BEDDING SAND
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6" CONC SLAB (3,400 PSI)
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12" COMPACTED SUB-BASE
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PAVER DRIVEWAY
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6" CONCRETE (3400 PSI @ 28 DAYS)
AutoCAD SHX Text 2% SLOPE (max.) 1% SLOPE (min.)
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STORMWATER FLOW ACROSS SIDEWALK SHALL NOT BE OBSTRUCTED BY SOD.
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AutoCAD SHX Text GRADATION FOR BEDDING SAND (ASTM C33) (ASTM C33) SIEVE SIZE PERCENT PASSING PERCENT PASSING 38" (9.5 mm) 100 100 No.4 (4.75 mm) 95 to 100 95 to 100 No.8 (2.36 mm) 80 to 100 80 to 100 No.16 (1.18 mm) 50 to 85 50 to 85 No.30 (0.6 mm) 25 to 60 25 to 60 No.50 (0.3 mm) 5 to 30 5 to 30 No.100 (0.15 mm) 0 to 10 0 to 10 No.200 (0.075 mm) 0 to 1 0 to 1
AutoCAD SHX Text GRADATION FOR JOINT SAND (ASTM C144) (ASTM C144) SIEVE SIZE PERCENT PASSING PERCENT PASSING No.4 (4.75 mm) 100 100 No.8 (2.36 mm) 95 to 100 95 to 100 No.16 (1.18 mm) 70 to 100 70 to 100 No.30 (0.6 mm) 40 to 75 40 to 75 No.50 (0.3 mm) 10 to 35 10 to 35 No.100 (0.15 mm) 2 to 15 2 to 15 No.200 (0.075 mm) 0 to 5 0 to 5
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AutoCAD SHX Text 6"
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SLOPE VARIES
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SLOPE VARIES
AutoCAD SHX Text DRIVEWAY TO MATCH GRADE AT BACK OF WALK ELEV: +4.20" max. +4.20" max. ELEV: +3.60" min.+3.60" min.
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THE CITY OF DAYTONA BEACH
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SECTION DETAIL
AutoCAD SHX Text 50' ROW-SW-Section
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50' ROW SIDEWALK
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CONSTRUCTION
AutoCAD SHX Text 07/2025
AutoCAD SHX Text 50' ROW-SW-Section
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P TRIMARCHI
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NTS
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J NELSON
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